NDLI: The Optimum Pipeline Burial Depth Considering Slow Downslope Soil Movement and Seasonal Temperature Variation

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Volume 2: Pipeline Safety Management Systems; Project Management, Design, Construction, and Environmental Issues; Strain Based Design; Risk and Reliability; Northern Offshore and Production Pipelines

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How Dry Is Dry?

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Inelastic Deformation of Pipelines Induced by Temporary Ground Deformations

Integrity Assessment of Pipelines With Ovality

Combining Expert Knowledge and Automation to Maximize Pipeline Route Optionality and Defensibility: A Case Study of the Aurora Pipeline

Evaluation of Hydraulic Fracturing Models and Their Limitations to Predict No-Drill Zones for Horizontal Directional Drilling

Strengthening the Current Class Location Designation System

Well-Integrated Design of Surge Relief Systems in Oil Storage Facilities

The Optimum Pipeline Burial Depth Considering Slow Downslope Soil Movement and Seasonal Temperature Variation

What Lies Beneath: Geophysical Approaches for Assessing Trenchless Water Crossings

Earned Schedule and the Use of Schedule Execution Reporting Metrics

Utilizing Value Management to Increase Project Competitiveness

Compression Capacity and the Seismic Integrity of Locally Deformed Line Pipes

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Assessment of Dents Under High Longitudinal Strain

Tensile and Compressive Strain Capacity in the Presence of Corrosion Anomalies

Burst Pressure of Pipelines With Corrosion Anomalies Under High Longitudinal Strains

Burst Pressure of Wrinkles Under High Longitudinal Strain

Using Controlled Global Buckling to Improve Buried Pipelines Performance Under Large Compressive Ground Displacements

Assessment of Stress Based Design Pipelines Experiencing High Axial Strains

The Effect of Ground Displacement and Stress Relief on Pipeline Behaviour: A Case Study

Methodologies for Establishing the Probability of Pipeline Failure at Slope Crossings

Landslide Pipe-Soil Interaction: State of the Practice

Improving Fitness-for-Purpose Methodology and Safety Target Definitions on Geohazard Related Pipe Deformation

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System Wide Risk Assessment in the 21st Century: TransCanada’s Approach

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A Robust Risk Assessment Model for Stress Corrosion Cracking

Pipeline Dent Fatigue Crack Leak Rate for Liquids Pipelines and the Application to Release Consequence Assessment

Application of In-Line Inspection and Failure Data to Reduce Subjectivity of Risk Model Scores for Uninspected Pipelines

An Update to the Recommended UKOPA External Interference Frequency Prediction Model and Pipeline Damage Distributions

Guidelines for Quantitative Risk Model Development

Development of Strain Demand and Capacity Distributions to Use in Limit States Design for Geotechnical Loads

Optimization of Hydrate Management in Deepwater Gas Well Testing Operations

Comparative Study on Atmospheric Temperature Models for the Buried Hot Oil Pipeline

A Simplified Simulation Model for Buried Hot Oil Pipeline Temperature Field During Shutdown

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The Optimum Pipeline Burial Depth Considering Slow Downslope Soil Movement and Seasonal Temperature Variation

Content Provider	The American Society of Mechanical Engineers (ASME) Digital Collection
Author	Katebi, Mohammad Liu, Hongwei Maghoul, Pooneh Blatz, James
Copyright Year	2018
Abstract	Thermal stress induced in a buried pipeline due to temperature variation is of great concern in Canada due to its extreme cold winter and warm summer. Thermal stress decreases by increasing the pipe’s burial depth while the interaction forces due to ground displacement increase by increasing the burial depth. As a result, the optimum burial depth of a pipeline is of great importance to pipeline companies to minimize interactions between the pipeline and soil in case of temperature variations and ground displacements. Thermal stress is estimated from a heat transfer analysis considering the phase change in the soil using COMSOL. Soil-pipeline interaction based on 1984 ASCE Guidelines [1] is used for considering the effects of ground movements. The combined stress on the pipeline is estimated as a function of burial depth and is presented in a curve for design purposes. Numerical analysis by ABAQUS shows the adequacy of the presented curve.
Sponsorship	Pipeline Division
File Format	PDF
ISBN	9780791851876
DOI	10.1115/IPC2018-78736
Volume Number	Volume 2: Pipeline Safety Management Systems; Project Management, Design, Construction, and Environmental Issues; Strain Based Design; Risk and Reliability; Northern Offshore and Production Pipelines
Conference Proceedings	2018 12th International Pipeline Conference
Language	English
Publisher Date	2018-09-24
Publisher Place	Calgary, Alberta, Canada
Access Restriction	Subscribed
Subject Keyword	Design Temperature Numerical analysis Pipelines Soil Thermal stresses Displacement Heat transfer Stress
Content Type	Text
Resource Type	Article

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